Effect of friction at the supports of semi-circular bending tests on fracture mode of loading

被引:24
作者
Bakhshizadeh, M. [1 ]
Pirmohammad, S. [1 ]
Ayatollahi, M. R. [2 ]
机构
[1] Univ Mohaghegh Ardabili, Dept Mech Engn, Fac Engn, Fracture & Impact Mech Res Lab, Daneshgah St, Ardebil 5619911367, Iran
[2] Iran Univ Sci & Technol, Sch Mech Engn, Ctr Excellence Expt Solid Mech & Dynam, Fatigue & Fracture Res Lab, Tehran, Iran
关键词
SCB specimen; Mixed mode I/II; Support type; Friction; Rock; TOUGHNESS DETERMINATION; BRITTLE-FRACTURE; HMA MIXTURES; PROCESS ZONE; SOFT ROCK; RESISTANCE; SPECIMENS; PARAMETERS; TEMPERATURE; LIMESTONE;
D O I
10.1016/j.tafmec.2022.103265
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
This paper aims to provide an investigation of the impact of supports on fracture mode of loading using semicircular bending (SCB) specimen. A crack with an angle of a is assumed within the SCB specimen, and extensive finite element analyses are performed by altering some important parameters namely crack angle, crack length, span and friction coefficient at the supports. According to the numerical results, all these parameters can influence the values of geometry factors Y-I and Y-II. Interestingly, it is found that the friction coefficient (or support type) can significantly change the mode of loading at the crack tip. To verify this issue, some experiments on a rock material are also carried out under different fracture modes using three various types of supports called type I, type II and type III. Based on the results of finite element and tests, in order to produce the same mode of loading using the mentioned support types, the crack angle should be changed. In other words, the crack angles of 29, 25 and 23 degrees should be respectively used for the support types of I, II and III to produce the same mixed mode of loading with M-e = 0.5. Likewise, they should be regarded as 41, 37 and 36 degrees for the support types of I, II and III to produce the pure mode II loading. Furthermore, the friction coefficients for the mentioned support types are computed.
引用
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页数:13
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共 57 条
[1]   Utilisation of natural fibre as modifier in bituminous mixes: A review [J].
Abiola, O. S. ;
Kupolati, W. K. ;
Sadiku, E. R. ;
Ndambuki, J. M. .
CONSTRUCTION AND BUILDING MATERIALS, 2014, 54 :305-312
[2]   Size-dependent fracture behavior of Guiting limestone under mixed mode loading [J].
Akbardoost, J. ;
Ayatollahi, M. R. ;
Aliha, M. R. M. ;
Pavier, M. J. ;
Smith, D. J. .
INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 2014, 71 :369-380
[3]   On mixed-mode I/II crack growth in dental resin materials [J].
Aliha, M. R. M. ;
Ayatollahi, M. R. .
SCRIPTA MATERIALIA, 2008, 59 (02) :258-261
[4]   Effect of temperature and air void on mixed mode fracture toughness of modified asphalt mixtures [J].
Aliha, M. R. M. ;
Fazaeli, H. ;
Aghajani, S. ;
Moghadas Nejad, Fereidoon .
CONSTRUCTION AND BUILDING MATERIALS, 2015, 95 :545-555
[5]   Two-parameter fracture analysis of SCB rock specimen under mixed mode loading [J].
Aliha, M. R. M. ;
Ayatollahi, M. R. .
ENGINEERING FRACTURE MECHANICS, 2013, 103 :115-123
[6]   Mixed mode I/II brittle fracture evaluation of marble using SCB specimen [J].
Aliha, M. R. M. ;
Ayatollahi, M. R. .
11TH INTERNATIONAL CONFERENCE ON THE MECHANICAL BEHAVIOR OF MATERIALS (ICM11), 2011, 10
[7]   Typical Upper Bound-Lower Bound Mixed Mode Fracture Resistance Envelopes for Rock Material [J].
Aliha, M. R. M. ;
Ayatollahi, M. R. ;
Akbardoost, J. .
ROCK MECHANICS AND ROCK ENGINEERING, 2012, 45 (01) :65-74
[8]   Geometry and size effects on fracture trajectory in a limestone rock under mixed mode loading [J].
Aliha, M. R. M. ;
Ayatollahi, M. R. ;
Smith, D. J. ;
Pavier, M. J. .
ENGINEERING FRACTURE MECHANICS, 2010, 77 (11) :2200-2212
[9]   The Influence of Specimen Type on Tensile Fracture Toughness of Rock Materials [J].
Aliha, Mohammad Reza Mohammad ;
Mahdavi, Eqlima ;
Ayatollahi, Majid Reza .
PURE AND APPLIED GEOPHYSICS, 2017, 174 (03) :1237-1253
[10]   Mixed mode fracture resistance of asphalt concrete mixtures [J].
Ameni, M. ;
Mansourian, A. ;
Pirmohammad, S. ;
Aliha, M. R. M. ;
Ayatollahi, M. R. .
ENGINEERING FRACTURE MECHANICS, 2012, 93 :153-167